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HomeMy WebLinkAboutZ-4470-J Map 18'x11' TRANSFORMER PAD NEW RETAINING WALL Q - 40' BLDG SETBACK i 4" DASHED YELLOW LINES Ca SCREENED DUMPSTER--\ ON CONCRETE PAD /Inlet 9G 46' 21"W c , o M.H./Cu l =474.5' DUMPSTER ENCLOSURE* =47 4 DUMPSTER SERVICES HOURS BE LIMITED TO 7 AM TO 6 PM MONDAY ( THROUGH FRIDAY I t,T DO NOT ENTER' SIGNS 70, 1\ 1\ 0 \ CO. 1\ s 1\ o 1\ NEW tCUB 111\ \\ GUTTER A j 10) t9 ----- Sr6 H 44 UGT--- - DPE L ------== _ FAiF-MFW -- I GENERAL NOTES A NEW CURB AND 40' GUTTER 15 THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE ONLY FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. CRAFTON TULL ASSUMES NO RESPONSIBILITY REGARDING THE ACCURACY OF THE DEPICTED LOCATION(S) OF THE UNDERGROUND FACILITIES ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY OTHER FACILITIES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF ALL FACILITIES BEFORE BEGINNING WORK. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC. AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. CONTRACTOR SHALL NOT CAUSE ANY LONG-TERM INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED IN THE PLANS OR SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT WHICH ARE NECESSARY TO CONFORM TO OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. CRAFTON TULL & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES FOR THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CRAFTON, TULL & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION, OR ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREOF. FURTHERMORE, CRAFTON, TULL & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR ANY EFFECTS THAT ANY CHANGES TO THESE DOCUMENTS MAY HAVE ON ANY RELATED TRADES, CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT EXCEPT AS SPECIFICALLY NOTED IN THE AGREEMENT BETWEEN CRAFTON, TULL & ASSOCIATES AND THE OWNER. RIO' 4" WHITE STRIPE (TYP) C12 WHITE DIRECTIONAL LOT 2 ARROWS (TYP) 41,186 SF (0.95 ACRES) CV� EXISTING 8" WATER LINE \\ ) \ NEW PROPERTY LINE 1 D O CROSSWALK HEAVY DUTY \ 1 3 ASPHALT \ NEW BUILDINGI ©, 7828 SF 00 'PSI HEAVY DUTY ASPHALT a5 cil \ 40' BLDG SETBACK \ ACCESSIBLE \ PARKING SIGN 15' BLDG SETBACK ---� (TYP.) \ -BUILT UP CONCRETE ACCESSIBLE SIDEWALK \\ RAMP (TYP.) --- ------------- -r— I' ACCESSIBLE STRIPING ISLAND (TYP.) ACCESSIBLE - PARKING (TYP.) I 9' I 1 1 -w- MONUMENT UNDERGROUND DETENTION PIPES SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS, 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED - 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC, CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. RETAINING WALL DESIGN, INSPECTION, AND CERTIFICATION BY OTHERS THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC, GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. THE OWNER/CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING WALL DESIGNS, INSPECTIONS, AND CERTIFICATIONS BY A REGISTERED PROFESSIONAL ENGINEER OTHER THAN CRAFTON TULL. THIS SHALL ALSO APPLY TO ANY ASSOCIATED AND NECESSARY PL13UG SAFETY DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAILS. SIDEWALK RAMP (TYP.) MATCH EXISTING ASPHALT 1 'ONE WAY' SIGNS 1 NEW CONCRETE SIDEWALK MATCH EXISTR CURB AND _GU TTER dge Of Asph0I1 36' L v, W '3 SIDEWALK i! = RAMP (TYP.) NEW CURB AND GUTTER 1 MATCH EXISTING ASPHALT II CROSSWALK ' 'STOP' SIGN MATCH EXISTII CURB AND 1 GUTTER %- NEW CONCRETE dl1 SIDEWALK MATCH EXISTING SIDEWA.K - GRAPHIC SCALE IN FEET 20' 0 20' Im t� LEGEND (EXISTING SYMBOLS SYM o FOUND PIN LINEWORK EASEMENT E LIGHT POLE --------------------------------------------- 'Q POWER POLE CURB m TELEPHONE PEDESTAL - - - - - - --- - - EI TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE _- INDEX CONTOUR o SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT 7,828 SF 1-STsnE L GAS METER SANITARY SEWER LINE D4 GAS VALVE ---G---G---G---G---G---G— GAS LINE o 0 STORM SEWER PIPE STORM SEWER PIPE GAS LINE ® STRUCTURE NUMBER W W DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) IXI WATER VALVE --UGT--UGT----UGT II 1 FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE I q I AIR RELEASE VALVE ---VGE--$--Ua--��--UG`--} - i,. UNDERGROUND ELECTRIC 41 FIRE DEPARTMENT CONNECTION WATER METER'•W—��""-- Q B BACK FLOW PREVENTER o WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --UGN---UGW----UGry---GG1 m ELECTRIC PEDESTAL UNDERGROUND TELEVISION UNDERGROUND TELEVISION --G"Tv —GxTv --Gxry —airy 15 THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE ONLY FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS IS BASED ON A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. CRAFTON TULL ASSUMES NO RESPONSIBILITY REGARDING THE ACCURACY OF THE DEPICTED LOCATION(S) OF THE UNDERGROUND FACILITIES ON THESE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ANY OTHER FACILITIES NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF ALL FACILITIES BEFORE BEGINNING WORK. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE CONSTRUCTION SITE. THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICES, IS THE PROPERTY OF CRAFTON, TULL & ASSOCIATES, INC. AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CRAFTON, TULL & ASSOCIATES, INC. CONTRACTOR SHALL NOT CAUSE ANY LONG-TERM INCONVENIENCE TO THE PUBLIC, ADJACENT PROPERTY OWNERS, PEDESTRIANS, ETC. DURING CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT FOR CLARIFICATION IF A DISCREPANCY OR INCONSISTENCY IS IDENTIFIED IN THE PLANS OR SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT WHICH ARE NECESSARY TO CONFORM TO OSHA, FEDERAL, STATE AND LOCAL REGULATIONS. CRAFTON TULL & ASSOCIATES, INC. (CTA) HAS NOT BEEN RETAINED BY THE OWNER FOR CONSTRUCTION ADMINISTRATION OR OBSERVATION SERVICES FOR THE WORK INDICATED ON THESE DRAWINGS. THEREFORE, CTA HEREBY NOTIFIES ALL PARTIES INVOLVED THAT CRAFTON, TULL & ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE INTERPRETATION, COORDINATION, OR ADMINISTRATION OF THESE DOCUMENTS AND/OR DEVIATIONS THEREOF. FURTHERMORE, CRAFTON, TULL & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR ANY EFFECTS THAT ANY CHANGES TO THESE DOCUMENTS MAY HAVE ON ANY RELATED TRADES, CONSTRUCTION SEQUENCES, OR OPERATION OF THE COMPLETED PROJECT EXCEPT AS SPECIFICALLY NOTED IN THE AGREEMENT BETWEEN CRAFTON, TULL & ASSOCIATES AND THE OWNER. RIO' 4" WHITE STRIPE (TYP) C12 WHITE DIRECTIONAL LOT 2 ARROWS (TYP) 41,186 SF (0.95 ACRES) CV� EXISTING 8" WATER LINE \\ ) \ NEW PROPERTY LINE 1 D O CROSSWALK HEAVY DUTY \ 1 3 ASPHALT \ NEW BUILDINGI ©, 7828 SF 00 'PSI HEAVY DUTY ASPHALT a5 cil \ 40' BLDG SETBACK \ ACCESSIBLE \ PARKING SIGN 15' BLDG SETBACK ---� (TYP.) \ -BUILT UP CONCRETE ACCESSIBLE SIDEWALK \\ RAMP (TYP.) --- ------------- -r— I' ACCESSIBLE STRIPING ISLAND (TYP.) ACCESSIBLE - PARKING (TYP.) I 9' I 1 1 -w- MONUMENT UNDERGROUND DETENTION PIPES SITE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC., GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY/STATE/FEDERAL REGULATIONS AND CODES AND OSHA STANDARDS, 3. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. 4. ALL DIMENSIONS AND RADII ARE TO BACK OF CURB UNLESS OTHERWISE NOTED - 5. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 6. ALL CURB/SIDEWALK/HANDICAP RAMP DESIGNS SHALL CONFORM TO ADA STANDARDS OR LOCAL RESTRICTIVE CODES, WHICHEVER IS MORE RESTRICTIVE. 7. CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. 8. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE, AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 9. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC, CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. RETAINING WALL DESIGN, INSPECTION, AND CERTIFICATION BY OTHERS THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL SHOWN OR REFERENCED HEREIN, INCLUDING BUT NOT LIMITED TO, SEGMENTAL RETAINING WALLS, MASS GRAVITY WALLS, GABION WALLS, ETC, GREATER THAN FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. THE OWNER/CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING SEPARATE AND INDEPENDENT RETAINING WALL DESIGNS, INSPECTIONS, AND CERTIFICATIONS BY A REGISTERED PROFESSIONAL ENGINEER OTHER THAN CRAFTON TULL. THIS SHALL ALSO APPLY TO ANY ASSOCIATED AND NECESSARY PL13UG SAFETY DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAILS. SIDEWALK RAMP (TYP.) MATCH EXISTING ASPHALT 1 'ONE WAY' SIGNS 1 NEW CONCRETE SIDEWALK MATCH EXISTR CURB AND _GU TTER dge Of Asph0I1 36' L v, W '3 SIDEWALK i! = RAMP (TYP.) NEW CURB AND GUTTER 1 MATCH EXISTING ASPHALT II CROSSWALK ' 'STOP' SIGN MATCH EXISTII CURB AND 1 GUTTER %- NEW CONCRETE dl1 SIDEWALK MATCH EXISTING SIDEWA.K - GRAPHIC SCALE IN FEET 20' 0 20' Im t& LEGEND (CONSTRUCT) • t� LEGEND (EXISTING SYMBOLS SYM o FOUND PIN LINEWORK EASEMENT E LIGHT POLE --------------------------------------------- 'Q POWER POLE CURB m TELEPHONE PEDESTAL - - - - - - --- - - EI TV PEDESTAL INTERMEDIATE CONTOUR O MANHOLE _- INDEX CONTOUR o SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT 7,828 SF 1-STsnE a GAS METER SANITARY SEWER LINE D4 GAS VALVE ---G---G---G---G---G---G— GAS LINE o 0 STORM SEWER PIPE STORM SEWER PIPE GAS LINE ® STRUCTURE NUMBER W W DOWN GUY WATER LINE (SPECIFY SIZE & TYPE) IXI WATER VALVE --UGT--UGT----UGT ¢U Lu FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE uR w. UNDERGROUND TELEPHONE AIR RELEASE VALVE ---VGE--$--Ua--��--UG`--} - i,. UNDERGROUND ELECTRIC 41 FIRE DEPARTMENT CONNECTION WATER METER'•W—��""-- Q B BACK FLOW PREVENTER o WATER METER OVERHEAD ELECTRIC ® SPRINKLER HEAD --UGN---UGW----UGry---GG1 m ELECTRIC PEDESTAL UNDERGROUND TELEVISION UNDERGROUND TELEVISION --G"Tv —GxTv --Gxry —airy - , OVERHEAD TELEVISION Knout what'sbelow. GRATED INLET _ OVERHEAD TELEVISION 0;7_71 CHAIN LINK FENCE . DROP INLET #15806602 """' j WOW FENCE BARBED WIRE FENCE L TREE rG——ro WOOD FENCE FIBER OPTIC BARBED WIRE FENCE - OHEAVY RIGHT OF WAY BUILDING SET BACK -- — TREE TO BE REMOVED RIGHT OF WAY �— ROAD CENTERLINE t& LEGEND (CONSTRUCT) • SET IRON PIN EASEMENT LIGHT POLE 1. CITY COMMENTS i� POWER POLE CURB ■ TELEPHONE PEDESTAL -1206 0 TV PEDESTAL INTERMEDIATE CONTOUR MANHOLE 1205 Little Rock, Arkansas 72211 INDEX CONTOUR 0 SANITARY SEWER CLEANOUT 7,828 SF 1-STsnE a A GAS METER SANITARY SEWER LINE ►/ GAS VALVE o 0 O STORM SEWER PIPE GAS LINE ® STRUCTURE NUMBER W W REVISIONS DATE WATER LINE N WATER VALVE ¢U Lu 1 �4 T - FIRE HYDRANT ASSEMBLY uR w. UNDERGROUND TELEPHONE IBI AIR RELEASE VALVE i,. FIRE DEPARTMENT CONNECTION UNDERGROUND ELECTRIC • WATER METER'•W—��""-- Q B BACK FLOW PREVENTER OVERHEAD ELECTRIC • REDUCER FIBER OPTIC RECTANGULAR DROP INLET, GRATED INLET OR JUNCTION UNDERGROUND TELEVISION BOX (SPECIFY ON PLAN - , SHEET) Knout what'sbelow. SITE PLAN PARKIN STANDARD SPACES: 46 SPACES OVERHEAD TELEVISION 0;7_71 CIRCULAR DROP INLET, GRATED INLET OR JUNCTION . CTA PROJECT #15806602 """' CHAIN LINK FENCE BOX (SPECIFY ON PLAN SHEET) L WOOD FENCE CONCRETE SIDEWALK BARBED WIRE FENCE - OHEAVY DUTY ASPHALT BUILDING SET BACK -- — CONCRETE PAVEMENT RIGHT OF WAY �— Cc ROAD CENTERLINE $TA1C OF OOF ARKKNISAS REGISTERED PROFESSIONAL ENGINEER �900'A3P��jPp SITE INFO 1. CITY COMMENTS 8/16/2017 Z lSi V N W N Z 10825 Financial Centre Parkway, Suite 300 Arkansas One Call W Q N m a O Little Rock, Arkansas 72211 1 STORY C-2 7,828 SF 1-STsnE C7 �'� Crafton Tull w j 41,186 SQUARE FEET � ° am 0� ® REVISIONS DATE 0.95 ACRES W ¢U Lu t h engineering I surveying OPEN SPACE*PROJECT IMPERVIOUS AREA: 33,255.7 SQUARE FEET LOCATION d; Z y Q PERVIOUS AREA: 7,944.9 SQUARE FEET 0 k a 501.664.3245 t 501.664.6704 f - - , www.crafTontull.com Knout what'sbelow. SITE PLAN PARKIN STANDARD SPACES: 46 SPACES ^ . CTA PROJECT #15806602 """' U) LU cc L Cc o O CRAFTON, TULL & : Q cc J W H= 1- w o =r. ASSOCIATES, INC. >= No. 109 0 W W ° m N 3 ^W^ 111, 4NSAS ENI���E� $TA1C OF OOF ARKKNISAS REGISTERED PROFESSIONAL ENGINEER �900'A3P��jPp SITE INFO 1. CITY COMMENTS 8/16/2017 BUILDING INFO: jam;, Arkansas One Call 1 STORY C-2 7,828 SF 1-STsnE w j 41,186 SQUARE FEET I!I 011. REVISIONS DATE 0.95 ACRES t h OPEN SPACE*PROJECT IMPERVIOUS AREA: 33,255.7 SQUARE FEET LOCATION d; IMPERVIOUS PERCENT: 80.72% Q PERVIOUS AREA: 7,944.9 SQUARE FEET PERVIOUS PERCENT: 19.28% BUILDING COVERAGE: AREA: 7,828 SQUARE FEET PERCENT: 19.3% - , Knout what'sbelow. SITE PLAN PARKIN STANDARD SPACES: 46 SPACES Call before you dig. ACCESSIBLE SPACES: 2 SPACES TOTAL SPACES: 48 SPACES ZI; NTS ,,.,, , ,.,,,, J BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301) DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLES IS, -00°15'21.54783". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED AS ADJUSTMENT FACTOR=1.000039347. R E D AUG 16 2011 i BY: ... .. .. .... ...... 07/31/17 1587 DATE JOB NO. C-101 11 SHEET OF